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ROOFING
MIAMI SHORES VILLAGE, FLA. N? 6320 ' JOB t.. ADDRESS ° 7 f C - $ � INSPECTION S 0-4 „a TIME READY ? O/) a 1. REMARKS : INSPECTOR DATE MIAMI SHORES VILLAGE, FLA. No 6396 JOB vV C)-SL) �• ADDRESS ` d Z 1 - lit 5. INSPECTION TIME READY_ 1 J , REMARKS • INSPECTOR gs s DATE MIAMI SHORES VILLAGE, FLA. No 6384 JoB l,L) o o -- C � ADDRESS / 0 1 1 `1 5 9.C ��-- SI 57 INSPECTION iR 0't^ TIME READY [ / — G — ro 'T REMARKS • INSPECTOR DATE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address_ Registered Architect and /or Engineer Name and address of licensed contractor_ Location and legal description of lot to be built on: Lot 17(48 2 4 ,2 7 Block g- r Subdivision - ! - `cam a Street and Number where work is to be done __l_6__,Z/ "2/.4 -� State work to be done and purpose of building (by floors) "lied—be/ 674 x4 e1 and for no other purpose. New Building Remodeling Addition 1—/ Repairs To be constructed of Kind of foundation a Estimated Total cost of improvements $ 0 ► _Amount of Permit $. ., Disapproved Date (Signed) NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. MIAMI SHORES VILLAGE digo Date__- 72 f qq 19 7 No lO �/ �geet__l__.� Building Inspe or Chairman Member Member Council Approved Date PLANNING BOARD DATE r-1-=c i1 +8 No. of Stories Roof Covering t0 Zone cubage required _.Plan Cubage Distance to next nearest building —Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks / � (Signed )- _ _- _a__ - C..d' STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. lr Permit No S s Date 1 ' ' T \ Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address.. vS1 Registered Architect and /or Engineer Location and legal description of lot to be b At on Lot Block Subdivision Name and address of licensed contractor State work to be done and purpose of building (by floors) _ s' " ex—C L car -(--(=p6 Street and Number where work is to be done and for no other purpose. New Building Remodeling Addition Repairs L.-- No. of Stories 0 To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ J e 0 Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Zf ''Z Read, Sworn to and Subscribed before me. Disapproved (Signed) e Building erector Date = eZ , 19.4 No. /0 7/ Street.. W. aro 1,/..e?tr2./.Il c..o. to me well known, Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder t; + .`_ MIAMI SHORES VILLAGE, FLORIDA DATE ❑ PERMIT Na 5852 Contractor s License No ❑ Work to be performed under this Permit A'(z Legal Lot Description CONTRCTtOR BUILDER Subdi- Bl vision Address of t ;` ,� Value of ;3 Amount of ,,� Building N L 1 I iii . 7 - Project $ ) "�' 11 Permit $ - • L' " This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed 1.1 `� —fl —_ ,..I �L .�•+ INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliare with all ordin regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ao cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY / p L 19 AUTHORITY moor BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot n I1 MIAMI SHORES VILLAGE, FLORIDA PERMIT 'N° 11998 / n Work to be performed under this Permit CONTRACTOR OR BUILDER Bl. ! r Subdi- vision DATE Value of ) ,1I f , • � ,� ,.. Project $ s' � j / / • ! 195 Contractor's License No Amt. of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed- 1 I _. BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build. ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein s ied or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owners Name and Address .. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Registered Architect and /or Engineer ...... ........ .....r Name and address of licensed contactor P` -• h !L \-)) IC. / i°' w '• .1.1 1 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1 l I ,- State w•or tp be done and purpose of building oors C �� N`Q 1 1 P I 4 Lre CZ _ rP g �bY {l ) e c_ 0 0 r 0\60 �V `` _ ;F-y k t`s o i.1 � 9o S l ' c and for no oth purpose. New Building Remodeling Addition Repairs No. of to es�? To be constructed of Kin of fou , .. tion Roof Covering �� � � W ` \ t + P Estimated Total cost of improvements $ IS C'� It - r 2e�e C — Cj� Amount of Permit $. Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such s ntractors, on rk to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him sta are true ?-/C1—-. Permit No. .__/ 7 2.1 Date Read, Sworn to and Subscribed before me. Disapproved ate.. (Signed) L ... Building I ctor My Commission Expires PLANNI BOARD DATE Date..._ �.., treet ) � C (5 5 Notary Public, State of Florida to me well known, Chairman Member Member Member Member sass.. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning hoard. A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Mrs. Jane Phoe * No N . E •street._..95 St. Registered Architect and /or Engineer ,.... . ,.,.• ..... ..........,,..,_.. Name and address of licensed contractor Adams & Beagles Roofing � %o. , Inc. 4021 N.W. 2$ St. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done .....10 95 St .... State work to be done and purpose of building (by floors) residence Be-.r..aaf-ing..ti-neap 30 #, 2-15#, 90# %1.at.e. iie.i. sue - Addition: tinca. 0 .. -. , 2 -15 ..,...°. late i • - ias Rock / P .� .. - > .i� � —.� a Tl BU 1 4 2 1 � - - - a 5 btd for no other purpose. New Building Remodeling X Addition Repairs No. of Stories 1 & To be constructed of Kind of foundation Roof Covering T 11 e Estimated Total cost of improvements $ 7,.l14...O0 Amount of Permit $.. 11..n4 Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcon actors, on work � be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed). STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared .. - -. and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.. ` at Date JJ /0 Q /7 -4 ' Read, Sworn to and Subscribed before me. __. ._ 1 � Disapproved (Signed) Dat Building In zctor Date... October $ - _...__ _..._._ _ , is to me well known, Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairinan Member Member Member Member ...... Member _..._..... Council Approved _ Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning hoard. A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR UILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. � Date ............__---- __ -!_ /. _ _ 197.1-•. Owner's Name and Address. v - v` �� j? l_ ! No._....(.Q 7 / Street - _.. Registered Architect and /or Engineer Name and address of licensed contractor f 4C/ ti (L L4 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done (c) State work to be done and purpose of bu g (by floors). ^ !1�. aPf 7 - I and for no other purpose. New Building Remodeling Addition Repairs L- ------- No. of Stories To be constructed of Kind of foundation._ Roof Covering 2 Estimated Total cost of improvements $ sr Jr —4_ Amount of Permit $ � __ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit ll the plans and specific°ns for said building. All notices w th reference to the building and its construction may be sent to (Du .v�'i3' �3� . Q — / Del N• GO. Z &, .s The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted f r inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such s contractors, on work to be perfo ' nder this permit, as are licensed by Miami 'Shores Village. Remarks_.-_ (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. —__ —� 3 95 Date_ To l `2! 1 Read, Sworn to and Subscribed before me. Disapproved II '' Dater (Signed) 1/s 3 [P— Notary Public, State of Florida Building Ib'spector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when . such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. /07/ 95 s' - (67/ Date ,/ Legal Description S, v21 l i vn.; 147 Historically Designated: Yes No Owner/Lessee / Tenant Donmc /d .ST ti n f l 14 a J )4 i (7% Master Permit # V g S )( Owner's Address /U 7 / pc gS - A Sr Phone �Of - 7, ' - 2fp_i Contracting Co. W-f F 1 I-1 L Address \ 3 .a o \J '4 1 \ S Qualifier Y AE \-7C c--,‘ S State # C- G o S („7 8 Municipal # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION a Y'e,p rt l ov it at kvisykA, Square Ft.D© WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT. AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER . OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wil •e • II in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to d• w•. k'stated. — i N My C • as to Owner an or Condo President • Tres: MIRIAM MILLER MY COMMISSION# CC 714984 0 Agi EXPIRES: February 9, 2002 1-800-3-NOTARY Fla Notary Service & Bonding Co. Si of owner an d/or Condo Pr FEES: PERMIT RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address / D7/ N 5S 44 s Tax Folio APPROVED: Zoning Building Mechanical Plumbing a t Date C.C.F. •4 6 NOTARY BOND ),6 TOTAL DUE fr 3GV -i� Competency # Address Address Address Ins. Co. SS# Phone 305 -8c , -Z+-t e.? Estimated Cost (value) 2 2 Oo Signatya eefContractor o Own - Builder Date AO //_/4 /-/e-?? Notaf'y as t • C tor or Owner- : ui der Date o MIRIAM MILLER MyCommi t�'� :W eS MYCOMMISSION #CC714984 140, fo p EXPIRES: February 9, 2002 1.8003-NOTARY Fla Notary Service & Bonding Co. Electrical AVING FENCE SIGN ti c(4— Engineering Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: Lf (Low Slope Application) 1 1 1 C. Job Address: / o 1 N 1 s ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof O oofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft 2 7 ( Y 4 7 1 Sloped Roof Area (ft Total (ft Master Permit No. Exposure category (per ASCE 7 -88): C Building Classification category (per ASCE 7 -88 table 1): ( FL A 1 I1`^ 3 o f/\ rlv J'cr I o; Deck type: 000a ATTACHMENT I t Fastener Type: / LC / 11 S Co ( j (0n L . ac ' )2" j; € (of ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) SPACING Field: , r Z Perimeter: DETAIL 1 & 2 (7 Corner: r • ROOF PLAN r r r r r Page -1 -- (Pmax3: x X (Aerodynamic.Muhiplier): ) - M = M PCA: Page -2 Appendix "E" UNIFORM ROOFING PERMTI' APPLICATION PROCESS No. Ridge Ventilation? Deck type: Underlayment: Insulation:) Fastener type & spacing: SLOPED SYSTEM DESCRIPTION p Sheet: Roof ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmazl: x X (Aerodynamic Multiplier): ) - M _ = M PCA: (Pmax2: x ? (Aerodynamic Multiplier): _ ) - M = M PCA: PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road • - -` Wayne, NJ 07470 Your application for Product Approval of: GAF Ruberoid® Modifed Bitumen Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this product or i;‘ ri ' t's1ils to perform in the approv ' , r• ,, rir:r ''-e Tuilding Code Compliance C "rice may revoke, modiry, or nse of such product :er :.i aedia, /. The BM' 'ng Code . Compliance Office reserves the right io ■.spoke this approval, if it is n:; . ;;n•.., by �.; ° ;•iilding Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer: Acceptance No.: 97- 0804.14 Revises No.: 95- 1003.03 Expires: 11/06/00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used _in Dade County, Fl ridgy under the conditions set forth above. b Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Approved: 11/06/97 / t— ;." Raul Rodriguez Product Control Supervisor Category: • Sub - Category: Type: Sub- Type:' Membrane ,Roofing System .Built -up Roofing :_: • -. Modified Bitumen APP and SBS 4 : rr .. Svs iii Des Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 61 Approval Date', November 6, 1997 Expiration Date: 'November 6, 2000 •t. k`t roduct Control No `'97- 0804.14, -E \4•-, M,ttcrialsCorporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Frank Zuloaga, Roofing Product Control Examiner Insubtion TYPes:', 4 Basalt Wool ' 'PolyisOcya nu race;; Composite Board High Density Wood Fiberboard Rockwool •Material Wood r Material •-• Maximum Design Pressure Design Pressure Maximum Fire Classification Wood °le: Fire classiti,;aiion's and in:Iximum design pressures do (tot retcrence all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. • • • • , • , Classification • .". -75psf Page 3 of 61 3 roduct CoritrOl No:197=0804.1 Frank Zuloaga, Roofing Product Control Examiner T pecification GAF Mineral Shield® :. 60 Ib. bags . ASTM D 1863 Granules - - GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating,,. GAF Jetk; ' Weather Plant,{, Cement GAFGLAS #75® GAFGLAS 480 UltimaTM Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet 5 uallons ASTM :1227. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 3 sq. roll 75 Ib. roll 2 Sq. Ruii 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll Granules for surfacing of exposed asphalt, cold process cement or emulsion.. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs: ASTI■f D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -,up, roofing. )1.) .R, 7 ^ ° .phalt wiLii a'3riineral AS "lN1.1) 3409:•, stai.nnl;izer Permits adhesion to wet and dry surfaces. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. 5 sq. roll ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. 76 Ib. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Page 4 of 61 iT rank Zuloaga, Roofing Product Control Examiner P roduct escription: . GAFGLAS® Flashing '.GAFGLAS® :`i= '69 lb. toll 7"; 'STRATAVENT • „ .;:. .. Nailable RUBE, i • '' ” Jified -; Base: Sheet GAFTEMP® Isotherm R GAFTEM P® Composite Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN -various 3 sq. roll,: 67: • various various various various various various various ASTM D 489 D3672 Premium glass Flue! reinforced SBS- 1'ype 11,-01, Type modified base sheet G2 BUR Page 5 of 61 Fiber glass, base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. high dens perlite insu • PA 110 Polyisocyanurate foam insulation. 'PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation with tkerboard or Permaiite -- Zuloaga, Roofing Product Control Examiner 'various pecification', Tapered Polytsocyanurate foam ; . insulation "with' high density, ".fiberboard. of Permalite perlite insulation • Tapered GAFTEMP® Composite A GAFTEMP® . various Composite'N • GAFTEMP® Fiberboard GAFTEMP® • Permalite GAFTITE® 412 Standard Roofing Fastener GAFTITE® 414 Heavy Duty Roofing Fastener GAFTITE ASAP various zYi Tapered GAFTEMP® "' various Cotr ohs itc N vaI•tous `various GAFTEMP Recover'- 1/2" thick Board GAFTEMP® various High Density Fiberboard PA 110 PA 110 PA 110 Perlite recover board PA .1 i 0 ";• Fiberboard insulation. PA 110 Perlite insulation board. PiodUct Control No: t97- 0804.14; Polyisocyanurate foam insulation, with high density fiberboard or Permalite;'.. '.?, perlite insulation. Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation',: PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. �a'> Tapered Polyisocyanurate foam insulation high density fiberboard pe. 'e PA 110 High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and Page 6 of 61 metal and tates ran ' uloaga, Roofing Product Control Examiner •\ 1 GAFTITE ®Ba'se's Sheet'; +fG:.:a:r x;:;:. Fastener and Plate 3T Y imensions' Specification rodtiet Control No::` NTB Fasteners Galvalume Plates 3" and 3 '/ Polypropylene Plates 3" and 3 1/2" Ruberoid® 20 1.5 sq. roll 1 sq. roll 103 lbs: RULi 1ZOID MOP . - 1 -sq. roll , Smooth 87. lbs. RUBEROID MOP 1 sq. roll PLUS 102 Ibs. RUBEROID MOP 1 sq. roll 170FR 103 lbs. RUBEROID MOP FR 1 sq. roll 105 lbs. RUBEROID TORCH 1 sq. roll Smooth 87 lbs. RUBEROID TORCH 1 sq. roll Granule 102 Ibs. Ruberoid® Mop Granule ASTM D 5147 ASTM D 5147 ,,t.L)5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 Page 7 of 61 Round galvalume stress plates,r .„: PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. SUS modified asphalt base sheet and iiiterpiy sheet reinforce with a glass.fiber mat. r. Non -woven polyester mat coated with • polymer modified asphalt and surfaced:. '!i n1'. • seal granules. • Non .woven polyester mat coated with polymer modified asphalt and smooth surfaced.. Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with firs: retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, sm ooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Frank Zuloaga, Roofing Product Control Examiner i RUBEROID 30 • : RUBEROID 30 FR l sq. roll '•.92.lbs. 1 sq: rc :; 92 lbs. ` Vent Starks (metal: 7. s - ::Lead ' ' ".. el t - 5_gallons .. :GAF Alu.tainum . RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. GAF Aluminum Roof :15 gallon Paint GAF Built -Up 1 lb. cab: ns Roofing Asphalt bulk RUBEROID MOD '3160 Ib. '' ;s Asphalt RUBEROID MOD ; -t60 Ib.:: ;s Asphalt L RUBEROID MOD A0 lb. k s Asphalt P roduct Control No: 97 0 ASTM D 5147 . Heavy duty, polyester reinforced, coated • with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. .AF \/.nt Stacks are_available in metal p. Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibered. aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt 'ASTM D 5147 PA 100(A ASTM D 19? ASTM 1 None ASTM D 5147 ASTM D2824, Type I ASTM D312, Types 1, 11, I11 and IV Page 8 of 61 SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt Frank Zuloaga, Roofing Product Control Examiner • GAFTEMP Tapered Isotherm 'RN GAFTEMP GAFCANTTM GAFTEMP. • :' GAFEDGETM Tapered Edge Strip AFTEMP `ZMALITE® '. sI RCO !elation GAFTEMP Recover Board Various sizes Shingle- MateTM Underlayment GAFTITE® ASAP RUBEROID® Modified Bitumen Adhesive Various 4 sq. roll 30 lbs. Various 1/2" thick,':' 500 per box 5 gallons "PA 110 Page 9 of 61 Tapered polyisocyanurate foam •Cut perlite board • Tapered perlite board PA 1 10 •. Tapered perlite board Perlite board* roduc't Control. No 97- 0804.14° Fiberglass reinforced shingle underlayment PA 114 Pre - assembled fastener and metal and plastic plates ASTM D 3019 Fiber reinforced, rubberized Adhesive Type Ill "`Roofing Product Control Examiner Polyisocyanurate foam; insulation ACFoam 1;, various various Hy -Therm Nail -line various Hy -Therm SP Hy -Therm AP ACFoam 11 Anchorbond Fastener Dekfast Fasteners #14 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation r , Atlas Energy Products, (with current PCA) Atlas Energy; Products (with current PCA)' 'Celotex Corp`'' (with current PCA) ('•'t4 Corp: �,di. r r�A . various- Hy-Therm Stable R various Hy -Therm White various Line Dekfast Hex Plate 2 7/8" x 3 1/4" .PA 110r Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastening assembly PA 114 Insulation fastener for steel and concrete decks PA 114 Galvalume hex stress plate. Page 10 of 61 . Celotex Corp.. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) rank Zuloaga, Roofing Product Control Examiner anufacturer EPS Dekfast Fasteners #15 Dekfast Fasteners #12 ,.. ISO 95+ Composite Asphalt Asphalt Prirner - PA 114 Insulation fasteners for decks Insulation fastener for steel Construction Inc. (with current PCA) PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) PA114 • and wood decks. ASTM D 41 ASTM D 312 Type 1I1 or IV Hot asphlat bitumin adhcs'vc' • Asphalt Primer various : ' PA 110 • : Extruded polystyrene insulation High Density Wood various :.: PA 110 Wood fiber insulation board generic Fiberboard Pelite/Urethane various PA 110 Perlite / urethane composite generic Composite board insulation Perlite Insulation various PA 110 Perlite insulation board generic Polyethylene 4 mil min. Vapor barrier / Air barrier generic Red Rosin various Rosin paper for barrier generic layer on wood decks Roofing Nails Minimum # PA 114 Corrosion resistant annular generic 12 ring shank nails Page I1 of 61 (instruction :: :Fasteners Inc: : with current PCA) Construction Fasteners Inc. (with current PCA) generic generic generic uloaga, Roofing Product Control Examiner TInCaps'fl Min 32ga xi J ; MB aluminum roof coating • i." • Dens-Deck Hextra ISO 95+ E`NRG'Y-2 ISORoc 414 Roofgrip Gripdek Fastener ' .,tener Standard Plastic Plate various ' PA 121... - Aluminum roof coating - .2 . : Grundy Industries : (with ,currerityCA),i7 . . • PA 110 • Gypsum insulation board #12 Roofgrip • . PA 114. lnsulation fastener for steel . or wood decks PA 114 lnsulation fastener steel, wood or concretedecks • PA 114 • PA 114 . Insulation fastener , . PA 114 : Insulation fastener and metal or plastic plate 3" round PA 114 : Polyolefin plastic plate various yarious various PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 . • . • . . . . . . . . . . • ' . ' - • ' •• . . • Polyisocyanurate foam / rockwool composite insulation Page 12 of 61 '''' ' Product Control '70804 ;1- Olf 9 , « - . Georgia Pacific (with current PCA) ITW (with current PCA) ITW Buildex (with current PCA):•.„ ITW Buildex (with current F'CA), •• IPA (with currentY„CA) • ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Permalite (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Frank Zuloaaa, Roofing Product Control Examiner --" • • • • ) • • • • • y I roduct unenszons*; pecificationi- ManufactUrer lympic,Staridard ' round4, -1)14:0 gaIvaIume 5,,AZ55 . steel . plate . ' -• , Olympic Fastener.' 414 . • PA 114 Insulation fastener • Olympic 3.25" round. „PA 114 Polypropylene • Polypropylene plastic plate • Olympic Fastener 412 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener Paroc Base Board Paroc Cap Board various various PA 114 Insulation fastener • PAII4 PA 114 PA 114 - 0 • •,''i , .11. ..• t - '77, ■ .. , , , 4 4 ,.■, 1, , ..,.•,`: : - ,'„' . , v,,,,,, ' ' ''' ',' yi '''■ ''-'• r ; ' • • , Product Control Nof 97-0804-.14 .;•rt' ..: '.... - ..• - -,, ' -. - .--- , . '• t ' __ ,.- • ' • ..:,. Pre-assembled Insulation fastener and plate .. Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate PA 110 Rockwool insulation PA 110 Rockwool insulation Page 13 of 61 Manufacturing Group; Inc.-. - (with current PCA) - ' - Olympic Manufacturing Group, Inc. (with current PCA) Olympic, Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing . Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA)• Olympic Manufacturing Group, Inc. (with current PCA) Owens-Corning Fiberglas Corp. (with current PCA) Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) Roofing Product Control Examiner . • ' - ' - • . Polyisocyanurate foam,' :. insulation IntemationalInc \ti with current PCA) Insul-Fixx Fastener Insul -Fixx P 3" round Rawl Fasteners 412 Rawl Fasteners 414 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate 202 HS Super Prep I1 Tru -Fast DL PA 114 PA 114 stress plate Insulation fastener for use in steel, wood or concrete 3" round PA 114 3" round galvalume AZ55 steel plate 3" round PA 114 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Page 14 of 61 PA 114 Insulation fastener for steel SFS /Stadler ' and wood decks with current.PCA) PA 114 3" round polyethylene SFS /Stadler PA 114 Insulation fastener for steel, with current PCA) Insulation fastener for steel • The Rawlplug- . ;. and wood decks • . : Company Inc:` (with current PCA) The Rawlplug Company Inc: '• (with ctirrent PCA) .. °und i :•• .awlplug membrane plate Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) PA 121 Roof coating Thermo- Materials, Inc. (with current PCA) PA 121 Roof coating Thermo- Materials, Inc. (with current PCA) Tru -Fast or wood K-- tzh -current-PC -M., Frank Zuloaga, Roofing Product Control Examiner ) ... (....,:',... t r •':• • : • • Product ,,. Dineion , .....Tru-Fast Plastic • • • • . Tru-Fast HD Tru-Fast Ultra Tru-Fast DP T-u-Fast TP • Structodeck various • * PA 110 High density wood fiber •. f•;•••;:••4' •••' • •• "‘1••" • • • . ••• • conffolNot 97-080414 • • " • f Product . • rbuiiiri3O1Yethylene ' Page 15 of 61 4 • . • Tru-Fast MP-3 - • 3.23" rourid PA 114 • 3.23 round galvalume Tru-yast AZ50 steel plate, (with current PCA) PA 114 Insulation fastener for use Tru-Fast in wood, steel or concrete (with current PCA) decks . . . . PA 114 Stainless Steel fastener for - Tru-Fast use in steel, wood and (with current- PCA) . concrete decks " PA 114 Insulation fastener for use Tru-Fast in steel or Wooddecks (with current PC PA 14 Insulatit, • for use 7 -st • in steel or wood decks': • (with current PCA) • .Wood Fiber Industries ' (with current PCA) Zuloaga, Roofing Product Control Examiner • . • • • . • ' • ••••". • EST REPOR roduct'Control NOa "97- 0804:14` , Te s t': gency/Identifier : Factory,Mutual Research'. Corporation Factory Mutual Research Corporation Current Insulation , `:Attachment Requirements Factory Mutual Research. • Wind Uplift J.1. OT4A I .AM Corporation FMRC 4470 -.PA 114 Factory Mutual Research . Wind Uplift J.1. 1V8A4.AM Corporation J.1. 1RIA6.AM Factory Mutual Research Wind Uplift .J.1. 0T2Q4.AM C'ornor.ii ion FMRC 4470 - PA 114 FMRC 4470 -.PA 114 Wind Uplift FMRC 4470 - PA 1 14 • `.. • ,al Research Wind Uplift J.l. 0Q6A6.AM Corpmration • FMRC4470 - PA 114- Factory Mutual Research Wind Uplift J.1. 3X3A2.AM Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I. 0Y9Q5.AM Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC J.I. 1B9A8.AM Corp. 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC J.I. 3D4Q2.AM Corp. 4470 - PA 114 Trinity Engineering Wind Uplift PA 114 4483.04 97 -1 Underwriters Fire Resistance Laboratories, Inc. Classification UL 790 - PA 114 Dynatech Engineering Corporation Wind Uplift PA 114 R1306, 87NK11819 #3600.02.95 -1 Page 16 of 61 08.26.92 . 06.28.93 11.15.91 10.17.91 n ? 08.02.94 07.29.94 09.04.97 04.30.97 06.06.97 01.01.93 02.02.95 ra�aga, Roofing Product Control Examiner 1 ` - 1 1' • • ; '..-r;y1•:rv • •,* f‘Y•- - • • Page 17 of 61 ' • • ' ;••••••••;,.! 3r. +1 ' ----7-1, i• - . - r-r - 7 - 77.rk ,- ;77 Product Control No 97 0 804: 1 4: Iate • -",1.7... . • , ' .• •!' '02.02.95 Zuloaga, Rooting Product Control Examiner Membrane Type: Deck Type 1: Deck Description: System Type A(2): Base Sheet: Ply Sheet: Membrane: Surfacing:: SBS Wood, Non - insulated New Construction or Reroof 19 / 3 " or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. • Product Control No 97= 0804.14 GAFGLAS® #75, GAFGLAS #80 Ultima' Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPIyT' Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 8 " in caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the range and at a rate of 20 -40 lbs. /sq.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule,-Rubcroid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID_UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs /sq. Or, One or, More; plies of RUBEROID MOP Smooth, RUBEROIDO Mop Granule,,;. ; Mop 120 FR, RUBEROID® Mop Plus Granule, RUBEROID®30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROI1) UltraC:a TM SBS in RUBEROIn rtirnmen Adhv ""t an applicatio fr. of 1 -2 gal. /sq.: (Optional, mi `- ^ ^" orRUBi:.i. " . top. (membrane) Install one of the following:..:i i 1': r '' r . S Gravel or slag applied at 400 lb /sq and 300 Ib. /sq. respectively in a flood coat of - {{ a .. pproved asphalt at 60 Iblsq: ; GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. + 15 %. attachment shall not be acceptable. 4.,Y2 Type X g,vpsum board is acc `,) 1)c 111 directl‘ '',^ wood d- ^ir • • • - ,WoOd tem Li m ita ti on Page 57 of 61 roduct Control NO:z;'97:680414; _ Fisletierspaeing anchor sheet attachment iS a Minimum Characteristic Force (F') ':: 95 113f or greater as tested iticOinplianee ViithMertolDideCounty Protocol PA 105? ..•tested is below 95 lbf; a professional ..engineer may submit a revised. fastener!gpa6ing utilizing .• the withdrawal resistance • ••value taken . frorn . Merto:Dade County • Protocol : PA ,105 and - ' with Metro-Dade .Roofing Application Stanadrd PA 117. - 2 All 'standard insulation panel sizes. are acceptable for mechanical attachment. , When panels are applied in hot asphalt, maximum panel size shail be 4' x 4'. • . a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275:. lbf. as tested in compliance with Merto:-Dade • Protocol PA 105 & Roofing Application Standard PA 117. If the fastener' value, as field tested, are below 275-1bf. insulation 3-A slip sheet is required with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. • • Frank Zuloaga, Roofing Product Control Examiner Page 58 of 61 ,asphalt shall,complywtth S AS _[ r M D Y 3 12 ' 44z 1 approved by applicant { 0 �{ ;tI 'tr . Y\ a ` ' 1. Fire ratings arc determined,by.a combination of slope; deck type,and assembly.;.. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file Fire'ratings'shall ' be'in'strict compliance) Sections. 3401.5 and 3401.6 of. the South Florida Building Code. ?.;• s • Maximum: !slope range:- shall ,vary for each. system; . consult current Underwriters Laboratories, Roofing S,Materials Directory , ..and . ,.manufacturer's specifications for compliance with design criteria for each project. _:. 4 '` - An and/or recovery bo insulation panel is required 'on'. all applications over . closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGT,,\SS STRATAVENT Perforated, laid dry.A base sheet may t °_ .ing spot mo v--� 1!; with approved asph 'r':`'12" diameter cir�les,'24" o.c.; ;or strip ' ribbons in ,':., ,. rows, one at each and o'fie (low,. he center oi `;.the' :sheet :allowing a continuous area of ventilation. Encircling of the strips is not • acceptable. ..A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall .be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This intbrmation is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. ran Zuloaga, Roofing Product Control Examiner P erimeter and comer areas shall, comply,with the; enhanced .uplift 'pressureof;these ; areas, as calculated in compliance with Chapter 23; of the. South Flonda Building Code Fastener d ensities shall be 'increase for both insulation and base sheet as needed calculated in compliance with Metro-Dade t.Q ,Roofing• Application Standard- 117 ,- (When rthis, hmitation'-i specifically withm th NOA, General Limitation #20r.will not b e applicable.) \ \ � rod'uct . .y, • r `All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs 'shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. Flashings shall be according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction ':with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base .zheet attachment is based on a Minimum Characteristic Force (F') value as'tested in c: a.. with Metro County Protocol PA 105. If the fastener values as tested are below t,r.,.:..;..,:d in the System Limitations, a professional engineer may :'submit a revised fastenecspacing utilizing the withdrawal resistance value taken from a Metro -, : Dade County. Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 Page 59 of 61 Frank Zuloaga, Roofing Product Control Examiner Page 60 of 61 �I t .. � • aC t � �.ti Ja r oduct Control No `97.=0804.14' All : standard4 paneF stles� are `accepta 4 approved asphalt; '1p aneltstze shall be 4' ,I.r ..r tl „t { t +r u, ft a Y-f k. �t�4 n re- co roofingapplwcations, prior to'. the application ; all existing, roof surfaces used bonding substrate het teste& in compliance. wittiiMetro Dade County Protocol PA5124 :for uplift resistance ,,t pre "shall be calculated ` in compliance: wi h:' the wind load . requirements' of Chapter 23 of the South Florida ` Building Code to'the design pressure of the roof. - t r 1 ` . :16 In re- roofing' applications, moisture content in an existing roof must be in compliance with S ection 3401.10(m) ; '. (n) of the South Florida Building Code. . z 17 `' Roll good materials shall. be stored on end and on a clean, flat and dry surface. _ l8_ If iequired /any Factory Mutual Approved .vapor barrier in conjunction with proprietary or • approved adhesives may be used prior to the application of the.insulation•layer. 19 - Consult current Underwriters Laboratories Directory for the appropriate coating for each roofng'assembly to obt iitt the' regitirc(1 rim rating. ; assembly shall be installed in ;!'strict compliance ; is.;3 s"'..6 of • , South Florida Building Code for `' naxirnurr► fire classy �(,- tile),,. %s ', "` 0 The maximum designed pressure lim.itation'listed shall be applicable to all roof pressure zones (i.e. field corners). No 'rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7. will not be applicable.) Frank Zuloaga, — _ - Roofing Product Control Examiner 9 This Acceptance contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 of 61 Product Control No:' 97- 0804 :1 :... _ ..._.._ r 'NOTICE OF ACCEPTANCE 'STANDARD CONDITIONS..` Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting eight (8) years. , Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if: a) There has been a c hange in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; . b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The ^er who wed, sip required documentation initially submitted, is no l ...�.:r t , ...:i, .. , pr • Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; h) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Frank Zuloaga, Roofing Product Control Examiner r GAF MATERIALS CORPORATION Bailable Deck Base Sheet Steep Asphalt ASTM Type III or IV RUBEROIO Membrane Substrate -'V, inch minimum plywood, gypsum, structural wood fiber, lightweight insulating concrete. See "Lightweight Insulating Concrete Decks, "' page 10. Slope - Up to 1 inch per foot for lightweight insulating concrete; up to 3 inches per foot for other decks. Materials RUBEROID° Specification N- 1- 1 -MGt, N -1 -1 -MSG and N- 1- 1 -MGFRt GAF Materials Corporation Steep Roofing Asphalt ASTM D -312 Type Ill or. IV Base Sheet . . RUBEROID MOP (Smooth or Granule) or MOP 170 FR Approximate Weight Per Square • Total 145 -155 Ibs_' • Plus weight of pour coat and gravel These specifications can be applied using RUBEROID Modified Bitumen. Adhesive. Refer ^^ -ps to cold applied installations require the specificatinry desigr . . fail 'e by a "(CA)" to l r-:'cate that it is to be cold :.. UL Approv, applied constructions are pending. Contact GAF MC Technical Services for current status. General Design and Application Considerations detailed in this Manual shall apply in addition to the following recommendations and specifications. Application Recommendations 1. Lay one ply of RUBEROIO Modified Base Sheet or GAFGLAS® #75 Base Sheet or one ply of STRATAVENT° Nailable as required for nailable decks in the case of a fresh lightweight insulating concrete or gypsum deck, with a minimum 2 inch side lap and not less than 6 inch end laps. Nail along side lap of the base ply at intervals not to exceed 9 inches and stagger -nail down the center of sheet in two rows with nails spaced at 18 inch intervals in each row. See "Nailing of Base Sheet" on page 20. 2. Starting at the low point of the roof, fully embed one ply of RUBEROID Membrane in a nominal 25 pounds per 100 square feet (plus or minus 20 %) continuous coat of Steep Roofing Asphalt ASTM D -312 Type III or IV. The RUBEROID membrane must be positioned to provide 4 inch side laps and 6 inch end laps. 3,,For specification of NN -1 -1 -MSG, a surfacing of an asphalt flood coat and ■ gravel is required. The flood coat must be GAF MC Steep Roofing Asphalt (ASTM D312, Type - III or IV). Over the entire surface, apply the asphalt in a uni- form'coating of 60 pounds per 100 square feet. While the Asphalt is still hot, apply not less than 400 pounds of gravel or 300 pounds of slag per 100 square . feet. . \ 52 RUBEROID FR UL Classification UL Class Substrate Slope Specification A A C NC 1" ' N -1 -1 -MGFR N -1 -1 -MGFR For more extensive classifications, see page 6. UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. 15 /n inch thick- ness), oriented strand board (min.' /: inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 2. Slope Maximum slope allowed, in inches per foot. Spet ifit atibn <' :. RUBEROID Ltheity. 136 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Membrane: One or more plies of "Rubberoid Torch (smooth). 0 Membrane: "Ruberoid Torch FR" (granule). eck r_•,C- /32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" or "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C-15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR", hot mopped in place. Membrane: One or more plies of "Ruberoid 30 FR", hot mopped in place. 23. Deck: C-15/32 Incline: 1/2 Insulation (Optional): Fiber glass or perlite, mechanically fastened. Base Sheet: One or more layers Type G2, hot mopped or mechanically Ply Sheet: Two or more layers Type Gl, hot mopped or mechanically Membrane: "Ruberoid 30" or "Ruberoid Modified Cap Sheet 601", hot mopped in place. 24. Deck: NC Incline: 1/4 Insulation (Optional): Polyisocyanurate, perlite, glass fiber or wood Base Sheet: Type 15 asphalt organic felt, Type G2 or "Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating" 25. Deck: C-15/32 Incline: 1/4 Insulation: Two layers glass fiber (staggered joints), 1 in. each. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. . Membrane: "Ruberoide Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt 26. Deck: NC Incline: 1/4 Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt 27. Decki'NC Incline: 1/2 '.?-,:net. or adhered with hot main:, Base Sheet: , ir "Flex Base 60" (modified bittug ;. fastened or aclhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1", heat fused. Surfacing: Monsey Products "Endure Aluminum Roof Coating", "Weather Check" or "Pro-Grade:Aluminum Roof Coating", 1.5 gal/sg. 28. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fiber, glass fiber or isocyanurate/ urethane board, 2 in. max,'mechanically fastened. - Base Sheet: Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen), heat fused. Surfacing: Monsey Products "Dura-White", "Endure White Elastomeric Roof Coating" or "Pro-Grade White Elastomeric Roof Coating", 3 gal/sg. 29. Deck: NC Incline: No limitation Insulation (Optional): Polyisocyanurate, urethane, glass fiber, perlite, wood fiber, any combination in any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 (modified bitumen), mechanically fastened. Membrane. "Ruberoid® Torch 1", heat fused. Surfacing: "Tuff-Corp" field mixed insulating coating composed of 6-2/3 cu ft of pertite, 7 lb of "TC-500 Masterbatch"; 94 lb Portland cement and 17 gal of water spray applied to min 1/2 in. any combination in any thickness, mechanically fastened.= Base.'sheet:.? Type G2' (niodified bitumen), mechanically fasteiied or ft of "TC-500 Masterliatch",'; 94 lb Portland cement and Insulation (Optional): zGlaSS*; fiber, *, wood 'fiber,' inY Max, <_= > LOOK=:FORMARK':ON' PRODUCT• ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Base Sheet: Type G2, mechanically fastened or adhered with hot fc asphalt. Membrane:."Ruberoid® Torch 1" (modified bitumen), heat fused: Surfacing: Henry "No. 229 Asphalt Emulsion" at 1 gat /sqo Industries "No. 929 Aluminum Emulsion" at 1 gal /sq. . 32. Deck: NC Incline: 1/2 �•' Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot or mechanically fastened any thickness. .;. Base Sheet: Type G2, mechanically fastened or hot mopped■ Membrane: "Ruberoid® Torch 1 ", heat fused in place. Surfacing: Henry, "Henry 520 Aluminum ", applied at 1 -1 /2 ~'jai/it 33. Deck: NC Incline: 1/2 • tr,..Y Insulation (Optional): Polyisocyanurate, glass fiber, perlite, woo "d any thickness, mechanically fastened or adhered with hot roofing.ai Base Sheet: Type G2, mechanically fastened or adhered with hot ia asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen), heatfused:. Surfacing: National Varnish "ALUM -A -GARD Fibered Aluminum Coating ", at 1 -1/2 gal /sq. „} 34. Deck: NC Incline: 1/2 Insulation (Optional): Polyisocyanurate, glass fiber, perlite,•wood any thickness, mechanically fastened or adhered with hot roofing Base Sheet: Type G2, mechanically fastened or adhered with hoto asphalt. ;rw.,?i;• Membrane: "Ruberoid® Torch 1" (modified bitumen), heat fused :4 Surfacing: Henry "Henry 520 Aluminum ", at 1 -1/2 gal /sq.'s 35. Deck: NC Incline: 1/2 Insulation (Optional): Polyisocyanurate, glass fiber, perlite; viood any combination, any thickness, mechanically fastened. a• n. Base Sheet: Type G2, mechanically fastened. Membrane: "Ruberoid® Torch 1" (modified bitumen), heatsfu place. `: n;ri' Surfacing: "ALUM -A -GARD. Fibered Aluminum Roof:. Coating "ALUM -A -GARD Nonfibered Aluminum Roof Coating" at I "1/2 gal/ 36. Deck: C -15/32 Incline: 1/4 Insulation: Two Layers glass fiber (staggered joints), ^1 in. eact%y Base Sheet: Type G2, mechanically fastened or adhered withhot'ro asphalt. •. a 9 Membrane: "Ruberoidm Torch 1" (modified bitumen): • Surfacing: Gibson - Homans "Black .Jack 5176 Fihered "Aluminurti'i Coating" or "PC 401 Fibered Aluminum Roof Coating" at 2 gat/5g 37. Deck: NC Incline: 1/4 . ' Membrane: "Ruberoid® Torch 1" (modified bitumen) Surfacing: Gibson - Homans "Black Jack 5176 Fibered .Aluminum. Coating" or "PC 401 Fibered Aluminum Roof Coating" 2'gal/sga' 38." Deck: NC •. i2 4 `.. Insrrl (Optional): Poly ,N,; : _ra_e glass ;.. r, perlite;,:wood :ckness, mechanically ... ,i:uc , . aa;.. ',.h hot roofing s Base Sheet: Type G2, mechanically ia>.,■ „, ;,r adhered with'he asphalt.' Membrane: "Ruberoide.Torch 1" (modified bitumen) heat fused: Surfacing: Gibson - Homans "Black Jack 5176 Fibered _Aluminum Coating" or "PC 401 Fibered Aluminum Roof Coating" at 2 gal%sq 39. Deck: NC f. Incline: 1/2 Insulation (Optional): Perlite or glass fiber, max 1 in thicki'mechah fastened or mopped asphalt. Base Sheet: One ply Type G2, mechanically fastened or;lmopped asphalt. Ply Sheet (Optional): One or more plies Type G1 or.:G2; :mopped' asphalt. ,r: Membrane: "Ruberoid© Torch 1 ", heat fused. 40. Deck: NC • Incline: 1/2 .'; Insulation (Optional): Polyisocyanurate, perlite or .glass fiber thickness. Base Sheet: One ply Type G2', mechanically fastened orhot : Moppet Ply Sheet. (Optional): One or more plies Type G1 or G2;1110660 Membrane: "Ruberoid® Torch (modified bitumen),iheat:Ifusedt 41. Deck: NC . Incline: 3 Insulation (Optional): Any UL Classified insulation'eezepttiPS; thickness, mechanically fastened. •'a :C:• "r,;; #:T;.! 2 Base Sheet: Type G1 or G2; :'mechanically fastened'br•hot> mopped. Membrane: "Ruberiod ®j " ULtraClad Tm "•"(modified bitumen)'tdre 42? Deck: 15/32" ? :7 :c::rr r; ".r: Incline: Un limited T;( t " , .+:'Base Sheet: One. or more'pties' Type •G2, =rmechanicatlyfa`stened •' Ply Sheet:. -Type G1. or .G2;.mechanica4 fastened or hot;moppedt,, . -' :' rMembrane: " Ruberiod ®, UltraClad Tm", (modified bitumen), : ; i : torche 43. Deck : :3 _ • � r t ,';:;i;f'i:'.`e Incline• •1 -1/2 p�t`.g1.47 Nrt Gypsum Board: 1/2 m:, mechanically fastened:+csw` G ^fo Membrane "EverGuard FB ",• 40 -100 mil'(TPA) ;rtoiV *fl a n 44. Deck: NC ,•(ti ?u,1 rrs' IIncline 2 #a3 it ,; ! Board (Optional): 1 /2'in.; mechanically fastened Insulation: NRG Barriers "E'NRG:Y 1G ",r Firestone'Building.Produ